GNGTS 2022 - Atti del 40° Convegno Nazionale

GNGTS 2022 Sessione 3.3 503 concludere, il metodo può essere applicato a scopi di progettazione della resistenza sismica, ad esempio la progettazione di depositi in profondità, edifici con fondamenta profonde o per studi di interazione suolo-struttura. Riconoscimenti. Questa ricerca è supportata da un contratto con l’Ispettorato federale della sicurezza nucleare (ENSI). Bibliografia Aoi S., Kunugi T., Nakamura H. and Fujiwara H.; 2011: Deployment of new strong motion seismographs of K-NET and KiK-net . In: Akkar S., Gülkan P. and van Eck T. (eds), Earthquake data in engineering seismology geotechnical, geological, and earthquake engineering, vol. 14 . , Springer, Dordrecht, Netherlands, pp. 167-186. Archuleta R.J., Liu P., Steidl J.H., Bonilla L.F., Lavallée D. and Heuze F.; 2003: Finite-fault site-specific acceleration time histories that include nonlinear soil response. Physics of the Earth and Planetary Interiors , 137 , 153-181. CEN; 2004: Eurocode 8: Design of structures for earthquake resistance – Part 1: General rules, seismic actions and rules for buildings . European Committee for Standardization, EN 1998-1 edition, Brussels, Belgium, 229 pp. Edwards B. and Fäh D.; 2013: A stochastic ground-motion model for Switzerland. Bulletin of the Seismological Society of America , 103 , 78-98. Hallo M., Opršal I., Asano K. and Gallovič F.; 2019: Seismotectonics of the 2018 northern Osaka M6.1 earthquake and its aftershocks: joint movements on strike-slip and reverse faults in inland Japan. Earth, Planets and Space , 71 :34. Hallo M., Bergamo P. and Fäh D.; 2022: Stochastic model to characterize high-frequency ground motion at depth validated by KiK-net vertical array data. Bulletin of the Seismological Society of America , under review. Kato A. and Ueda T.; 2019: Source fault model of the 2018 M w 5.6 northern Osaka earthquake, Japan, inferred from the aftershock sequence. Earth, Planets and Space , 71 :11. National Research Institute for Earth Science and Disaster Resilience; 2019: NIED K-NET, KiK-net, National Research Institute for Earth Science and Disaster Resilience. https://doi.org/10.17598/NIED.0004. SIA; 2021: SIA 261 Einwirkungen auf Tragwerke . Société Suisse des ingénieurs et des architectes, Zurich, Switzerland, 136 pp. Zhao J.X., Zhang J., Asano A., Ohno Y., Oouchi T., Takahashi T., Ogawa H., Irikura K., Thio H.K., Somerville P.G., Fukushima Y. and Fukushima Y.; 2006: Attenuation relations of strong ground motion in Japan using site classification based on predominant period. Bulletin of the Seismological Society of America , 96 , 898-913.